Continuous Slab
Shot span C/C-Lx(mm)
Long span C/C-Ly(mm)
Wall thickness(lx)/ beamwidth-Lt./Rt.(MM)
Wall thickness(ly)/ beamwidth-Lt./Rt.(MM)
Panel No.
End Condition
(End condition)
Interior Panel
One short edge discont
One long edge discont
Two adj.edges discont
Two short edges discont
Two long edges discont
One long edge continuous
One short edge continuous
Live load(N/Sq.mm)
2000
3000
4000
5000
6000
7000
Floor Finish(N/Sq.mm)
1000
1500
2000
2500
Concrete(N/Sq.mm)
M-15
M-20
M-25
M-30
M-35
M-40
M-45
M-50
Steel(N/Sq.mm)
Fe-250
Fe-415
Fe-500
Main rod dia(mm)
8
10
12
16
20
22
25
30
Tie rod dia(mm)
6
8
10
12
Corners are held down
Yes
No
SSpan cont end
Right
Left
LSpan cont end
Right
Left
Do you want to design as one-way slab?
Yes
No
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